Friction Loss Calculator

Calculate pressure head loss due to friction in pipes using the Hazen-Williams equation

Calculate Friction Loss

Internal diameter of the pipe

Total length of the pipe

Volume of fluid flowing per unit time

Material affects the Hazen-Williams roughness coefficient (C)

Friction Loss Results

Head Loss

0.000 m
meters of water
0.000 ft of water

Pressure Loss

0.000 bar
0.0 kPa
0.00 psi
0.00 m/s
Velocity
0
Reynolds Number
Laminar
Flow Regime

Formula used: HL = 10.67 × L × Q1.852 / (C1.852 × D4.87)

Material: PVC (Polyvinyl Chloride) (C = 150)

Pressure: Pd = HL × γ (γ = 9810 N/m³ for water)

Flow Analysis

Example Calculation

Water Supply System

Pipe: Copper, 250 mm diameter

Length: 10 meters

Flow Rate: 0.5 m³/s

Material Coefficient: C = 135 (Copper)

Calculation

HL = 10.67 × 10 × (0.5)1.852 / (1351.852 × 0.254.87)

HL = 10.67 × 10 × 0.365 / (4825.8 × 0.00128)

HL = 2.868 m of water

Pd = 2.868 × 9810 = 28,135 Pa = 0.28 bar

Material Comparison

PVC/FiberglassC = 150
Asbestos CementC = 140
CopperC = 135
Steel/ConcreteC = 120
Cast/Wrought IronC = 100

Higher C values = lower friction losses

Friction Loss Tips

Smooth materials (PVC, fiberglass) have lower friction

Larger diameter pipes reduce friction losses

Keep velocities between 0.5-3.0 m/s for optimal design

Consider pipe aging - roughness increases over time

Understanding Friction Loss in Pipes

What is Friction Loss?

Friction loss is the reduction in pressure or energy that occurs when fluid flows through a pipe due to friction between the fluid and the internal pipe walls. This phenomenon affects the efficiency of pumping systems and determines the pressure available at outlet points.

Factors Affecting Friction Loss

  • Pipe Diameter: Smaller pipes have higher friction
  • Pipe Length: Longer pipes increase total friction loss
  • Flow Rate: Higher flow rates cause exponentially higher losses
  • Pipe Material: Rougher surfaces increase friction

Hazen-Williams Equation

HL = 10.67 × L × Q1.852 / (C1.852 × D4.87)

  • HL: Friction head loss (meters of water)
  • L: Pipe length (meters)
  • Q: Volumetric flow rate (m³/s)
  • C: Hazen-Williams roughness coefficient
  • D: Internal pipe diameter (meters)

Pressure Loss

Pd = HL × γ

Where γ = 9810 N/m³ (specific weight of water at 20°C)

Applications

  • • Water supply systems
  • • HVAC piping design
  • • Fire protection systems
  • • Industrial process piping
  • • Irrigation systems

Design Guidelines

  • • Velocity: 0.5-3.0 m/s optimal
  • • Use smooth pipes when possible
  • • Minimize pipe length and fittings
  • • Consider aging effects on roughness
  • • Account for safety factors

Limitations

  • • Water applications only
  • • Turbulent flow assumption
  • • Temperature effects not included
  • • Empirical coefficients needed
  • • Straight pipe sections only